Villas at LV-LR050323ALPHA TESTIN( , INC.
220~ Wisconsin St., Suite 100
~lld~ Texas 75229
972/620-8911 - 972/263-4937 (Metro*)
FAX: 972/406-8023
TESTED FOR:
HAWKINS-WELWOOD HOMES, LP
C/O DOWDEY, ANDERSON AND ASSOCIATES
PLANO, TEXAS
PROJECT:
VILLAS AT LAKE VISTA PHASEI
COPPELL, TEXAS
IN-SITU SWELL
POTENTIAL
DATE: 03/23105
OUR REPORT NO.: 04773-68
TEST METHOD: ASTM D 4546 METHOD B
TEST DATE SAMPLE MATERIAL INITIAL FINAL HAND DRY UNIT TOTAL
NO. SAMPLED LOCATION DESCRIPTION PERCENT PERCENT PENETRO- WEIGHT PERCENT
MOISTURE MOISTURE METER (PCF) SWELL
QC-30 03/23/05 BLOCK A PAD 2 (FG-4.0') DARK BROWN CLAY 30.7 31.3 1.25 93.4 0.36%
QC-31 03/23/05 BLOCK A PAD 7 (FG-4.0') DARK BROWN CLAY 32.6 33.5 1.50 91.4 0.60%
QC-32 03/23/05 BLOCK A PAD 34 (FG-I.0') TAN CLAY 23 23.5 1.75 98.4 0.32%
QC-33 03/23/05 BLOCK B PAD 8 (FG-I.0') TAN CLAY 23.4 24.2 1.50 97.5 0.27%
QC-34 03/23/05 BLOCK B PAD 15 (FG-4.0') )ARK BROWN CLAY 31.5 31.9 1.25 92.1 0.47%
SPECIFICATIONS:
NOTES:
MAXIMUM SWELL OF 1% OR LESS
Respecfful~ Submitted,
CHARLES WILLIAMS
ALPHA TESTING, INC.
Geotechnical Engineering /,~ Construction Materials Testing /:b Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollos, Texos 75229
972/620-8011 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/23/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-72
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB iN pLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH "~ NUMBER % PCF % PCF
705 03/23/05 FG-4.5 4 23.5 96.5 29.1 92 95 1-A
706 03/23/05 FG-4.0 4 23.5 96.5 29.8 91 94 1-A
707 03/23/05 FG-3.5 5 16.5 110.5 22.0 104 94 1-A
708 03/23/05 FG-3.0 5 16.5 110.5 20.7 106 96 1-A
709 03/23/05 FG-2.5 4 23.5 96.5 30.4 90 93 1-A
710 03/23/05 FG-4.5 4 23.5 96.5 29.3 92 96 1-A
711 03/23/05 FG-4.0 4 23.5 96.5 29.2 91 94 1-A
TEST LOCATION: BUILDING PAD
705 Z0' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 13
706 "Z0' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 13
707 :)0' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 13
708 20' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 13
709 :~0' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 13
710 ~0' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 14
711 20' N AND 30' E FROM THE SW CORNER OF BLOCK B, PAD 14
1. FILL
2 NATURALSUBGRADE
3. LIME STABILIZED
4 CEMENTTREATED
*A IN PLACE PERCENT MOISTURE ANt:) PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION OOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectful~Submitted,
D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and reporls are for the exclusive use of the Client (and/heir designated recipients on file in our o~ce) and shall riot be reproduced aQd/or distributed except with express app¢oval of
ALPHA The use of ou¢ name and test results must receive our written approval Test resutts and repons apply only to ~he samples tested and/or obsen~ed and are not indicative ol the qualities of
apparently identiCal or similar specimens
Geotechnical Englneenng I Construction Materials Testing I Environmental Engineering f~ Consulting
ALPHA TESTING, INC.
~209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/23105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-72A
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
COMPACTION
NO, NUMBER % PCF % PCF
712 03~23~05 FG-3.5 5 16.5 110.5 18.2 106 96 1-A
713 03~23~05 FG-3.0 5 16.5 110.5 19.0 107 97 1-A
714 03/23/05 FG-2.5 4 23.5 96.5 29.2 91 95 1-A
715 03~23~05 FG~,.5 4 23.5 96.5 30.2 91 94 1-A
716 03/23~05 FG-4.0 4 23.5 96.5 30.9 91 95 1-A
717 03~23~05 FG-3.5 5 16.5 110.5 19.1 105 95 1-A
718 03~23~05 FG-3.0 5 16.5 110.5 18.3 106 96 1-A
TEST LOCATION: BUILDING PAD
712 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 14
713 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 14
714 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 14
715 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 15
716 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 15
717 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 15
718 20' N AND 20' E FROM THE SW CORNER OF BLOCK lB, PAD 15
I FILL
2 NATURAL SUBGRADE
3. LIME STABILIZED
4 CEMENT TREATED
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
*A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING. INC.
Geotechnica/ Engineering / Construction Materials Testing / Environmental Engineering /. Consulting
ALPHA TESTING, INC.
~209 Wisconsin St., Suite I00
Oollos, Texos 7~2.29
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PLANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/23/05
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-72B
TEST DATA:
TEST DATE ~ ELEV. SOIL ID OPT1MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MO~S31JRE DRY DENSITY MOISTURE DRY DENSI~' COMPACTION
NO.DEPTH ~ NUMBER % PCF % PCF
719 03/23/05 FG-2.5 4 23.5 96.5 30.7 92 95 1-A
720 03/23~05 FG-2.5 4 23.5 96.5 30.5 90 93 1-A
721 03/23105 FG-2.5 4 23.5 96.5 28.5 92 95 1-A
722 03~23/05 FG-2.5 4 23.5 96.5 30.4 92 95 1-A
723 03/23/05 FG-2.5 4 23.5 96.5 29.8 91 94 1-A
724 03~23~05 SG 4 23.5 96.5 31.3 91 94 2-A
725 03~23~05 FG4.5 4 23.5 96.5 29.4 92 95 1-A
TEST LOCATION: BUILDING PAD
719 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 15
720 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 16
721 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 17
722 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 18
723 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 19
724 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 6
725 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 6
I FILL
2 NATURAL SUBGRADE
3. LIME STABILIZED
4 CEMENT TREATED
· A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
CHARLES WILLIAMS
ALPHA TESTING,
Geotechnical Engineering /' Construction Materials Testing /:' Environmental Engineering /-' Consulting
ALPHA TESTING, INC.
2209 Wisconsin ~t,, Suite 100
Dollos, Texas 7522~
972/620-8911 - 972/263-4937 CMetro)
F~(: 972/406-8023
TESTED FOR:
HAWKINS - WELWOOD HOMES, L.P.
CIO DOWDEY, ANDERSON & ASSOCIATES
PIANO, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/23105
PROJECT:
VILLAS AT LAKE VISTA PHASE ONE
COPPELL, TEXAS
OUR REPORT NO.: 04773-72C
TEST DATA:
TEST DATE ~ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
MOISTURE DRY OENSI3~f MOISTURE CRY DENSITY COMMENT*
NO.DEPTH ~,,~ NUMBER % PCF % PCF COMPACTION
726 03~23~05 FG-4.0 4 23,5 96.5 28.8 92 95 1-A
727 03/23/05 FG-3.5 4 23.5 96.5 28.8 91 94 1-A
728 03/23/05 FG-3,0 4 23,5 96.5 29.6 90 93 1-A
TEST LOCATION: BUILDING PAD
726 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 6
727 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 6
728 20' N AND 20' E FROM THE SW CORNER OF BLOCK B, PAD 6
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submrtted,
4 CEMENT TREATED D RETEST
CHARLES WILLIAMS
ALPHA TESTING, INC
Our test results and reports are for the exclusive use of Ihe Client (and their designated recipients on file in our offce) and sha~l not be reproduced and/or diSl~lbuted except with express approval of
ALPHA Theuseofournamearl~3testresultsmustreceiveourwriltenapprova~ Testresu~tsandre~rt$app~y~nlyt~thesampIestestedand~r~served~anda~n~tind~cative~fthequa~ities~f
apparently idenaCal or similar specimens
Geotechnical Engineer/rig / Construction Materials Test/rig / Environmental Engineering / Consulting